Publications

Austroads Technical Specification ATS 5420 sets out the requirements for the supply of bolts, nuts, screws, washers, studbolts and threaded rods for steelwork. It also includes requirements for the supply of stainless steel fasteners. This…

Guide to Traffic Management Part 13: Safe System Approach to Transport Management is concerned with traffic management practice under the Safe System philosophy. The Guide emphasises the need for the road system to provide an environment which…

This webinar, presented on 16 November 2017, provides an overview of the key changes to the Guide to Traffic Management Part 13, such as updated information on driver workload and the Safe System, and incorporation of a discussion on human factors.…

This report details contemporary practices to mitigate risk and improve safety at road worksites.

Bonded Anchors are a type of connection which comprises a metal component, either a length of reinforcing bar, a threaded bar or a purpose-made anchor in combination with an adhesive. This type of anchor is increasingly being used to connect road-…

Captain Cook Bridge is an iconic bridge crossing the Brisbane River, and is the most trafficked bridge in Queensland, connecting the City’s south with the Brisbane Central Business District (CBD).

The revision of AS(AS/NZS) 5100 series has resulted in key changes to the provisions for train braking loads, dynamic load allowance, train collision loads, bridge bearings and design for light rail bridges. Longitudinal rail force provisions have…

Rapidly improving design technology and the desire to optimise structural designs, present challenges, and also opportunities, for bridge designers. One of the most important components of a modern bridge is the bearings.

Rapidly improving design technology and the desire to optimise structural designs, present challenges, and also opportunities, for bridge designers. One of the most important components of a modern bridge is the bearings.

The aftermath of the Christchurch earthquake highlighted difficulties in the assessment and repair of damaged plastic hinge zones in conventional reinforced concrete structures. Particular issues are uncertainty in strain history, low-cycle fatigue,…